The number of treads in a flight is equal to
Anonymous Quiz
22%
risers in the flight
42%
risers plus one
33%
risers minus one
3%
none of these.
๐10๐ฅ7
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
Anonymous Quiz
34%
Rankine formula
23%
Marcus formula
31%
Rankine Grashoff formula
11%
Grashoff formula
๐ฅฐ10๐1
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis
Anonymous Quiz
31%
remains within the flange
27%
remains below the slab
38%
coincides the geometrical centre of the beam
4%
none of these.
๐7๐1๐ญ1
For stairs spanning horizontally, the minimum waist provided is
Anonymous Quiz
20%
4 cm
20%
8 cm
25%
10 cm
35%
12 cm.
โค9๐5๐2๐ญ1
The weight of a foundation is assumed as
Anonymous Quiz
22%
5% of wall weight
19%
7% of wall weight
39%
10% of wall weight
20%
12% of wall weight
โค17๐ฅฐ1๐ญ1
Dimensions of a beam need be changed if the shear stress is more than
Anonymous Quiz
18%
10 kg/cm2
24%
15 kg/cm2
25%
20 kg/cm2
32%
25 kg/cm2
๐6๐2
Pick up the incorrect statement from the following:
Anonymous Quiz
24%
In the stem of a retaining wall, reinforcement is provided near the earth side
27%
In the toe slab of a retaining wall, rein forcement is provided at the bottom of the slab
25%
In the heel slab of a retaining wall, rein forcement is provided at the top of the slab
24%
None of these.
๐6๐ญ2โค1
The minimum cube strength of concrete used for a prestressed member, is
Anonymous Quiz
21%
50 kg/cm2
34%
150 kg/cm2
29%
250 kg/cm2
16%
350 kg/cm2
๐8
The maximum area of tension reinforcement in beams shall not exceed
Anonymous Quiz
23%
0.15%
40%
1.5%
25%
4%
13%
1%
๐12
๐แฆแแแค แแซแจแแแ แแตแซแ
๐งแจแแแแถแฝ แแแฃแณ แ แ แซแญ แฅแ แ แฐแแฃแ แญ แฅแจแแแ แแฅแทแแข
๐ซแแฐแ แแแต แ แตแฐแแแ แจแแ แฅแ แ แแซแญ แแแแถแฝแ แแแแแฃแต แขแแแแฎแฝ แแซแธแแ แฐแ แ แแ แ แแแ แ แแฃแฝ แแฝแแชแแฝแ แดแญแแแ แ แแ แแ แ แ แญแญ แแ แแซ แฅแ แแฅแแ แแฐแ แฅแ แแแแแ แจแแซแแแฉ แแแแถแฝแ แ แแ แแแฉ แฅแจแแแก แแแข
@etconp
๐งแจแแแแถแฝ แแแฃแณ แ แ แซแญ แฅแ แ แฐแแฃแ แญ แฅแจแแแ แแฅแทแแข
๐ซแแฐแ แแแต แ แตแฐแแแ แจแแ แฅแ แ แแซแญ แแแแถแฝแ แแแแแฃแต แขแแแแฎแฝ แแซแธแแ แฐแ แ แแ แ แแแ แ แแฃแฝ แแฝแแชแแฝแ แดแญแแแ แ แแ แแ แ แ แญแญ แแ แแซ แฅแ แแฅแแ แแฐแ แฅแ แแแแแ แจแแซแแแฉ แแแแถแฝแ แ แแ แแแฉ แฅแจแแแก แแแข
@etconp
โค11๐2
DWG FastView-3.1.9-@auto_cad.apk
41.8 MB
๐แจ AUTOCAD แแญแ แ แแฃแญแ แตแแญแ แฅแ แณแฅแแตแ แแแญแแต แจแแซแแแแแ แฃแแตแฎแญแต แฃแแแฌแฝแ
๐ซDWG FastView is a mobile app that allows you to view, edit, and create DWG files, which are the standard format for CAD (Computer-Aided Design) drawings. The app is free to download and use, and it does not require registration.
๐งHere are some of the key features of DWG FastView:
* View 2D and 3D CAD drawings
* Edit CAD drawings, including moving, copying, rotating, and scaling objects
* Create new CAD drawings
* Measure objects in CAD drawings
* Add dimensions and text to CAD drawings
* Export CAD drawings to PDF, BMP, JPG, and PNG formats
* Share CAD drawings with others
โบSummary:this you can open or view autocad file
@etconp
๐ซDWG FastView is a mobile app that allows you to view, edit, and create DWG files, which are the standard format for CAD (Computer-Aided Design) drawings. The app is free to download and use, and it does not require registration.
๐งHere are some of the key features of DWG FastView:
* View 2D and 3D CAD drawings
* Edit CAD drawings, including moving, copying, rotating, and scaling objects
* Create new CAD drawings
* Measure objects in CAD drawings
* Add dimensions and text to CAD drawings
* Export CAD drawings to PDF, BMP, JPG, and PNG formats
* Share CAD drawings with others
โบSummary:this you can open or view autocad file
@etconp
๐17โค4
๐Structural Element
๐ซ1:Slab
โบSlabs is Structural Element for Horizontal Loads: Used to support floor and roof loads
๐ทSupport
โบCan be beams, columns, or walls.
๐งTypes of Slabs by
๐ซ1. By Support Conditions:
* One-Way Slabs: Supported by beams or walls in one direction. Bending occurs primarily in the direction perpendicular to the supports.
* Two-Way Slabs: Supported by beams or columns in two directions. Bending occurs in both directions.
* Flat Slabs: Supported directly by columns without beams. Require special reinforcement details like drop panels and column capitals.
* Cantilever Slabs: Extend beyond a support at one end
๐ซ2.Reinforcement:
*Reinforced Concrete Slabs: Traditional slabs with embedded steel reinforcement to resist tensile stresses.
* Prestressed Concrete Slabs: Concrete is pre-compressed before loading to improve strength and reduce deflection.
* Post-Tensioned Slabs: High-strength steel tendons are tensioned after concrete has hardened to induce compressive stresses.
๐ซ3.By Shape:
* Flat Slabs: Uniform thickness throughout.
* Waffle Slabs: Have a pattern of voids created during construction to reduce weight and improve stiffness.
* Folded Plate Slabs: Composed of thin, flat plates that are folded to form a rigid, three-dimensional structure.
@etconp
๐ซ1:Slab
โบSlabs is Structural Element for Horizontal Loads: Used to support floor and roof loads
๐ทSupport
โบCan be beams, columns, or walls.
๐งTypes of Slabs by
๐ซ1. By Support Conditions:
* One-Way Slabs: Supported by beams or walls in one direction. Bending occurs primarily in the direction perpendicular to the supports.
* Two-Way Slabs: Supported by beams or columns in two directions. Bending occurs in both directions.
* Flat Slabs: Supported directly by columns without beams. Require special reinforcement details like drop panels and column capitals.
* Cantilever Slabs: Extend beyond a support at one end
๐ซ2.Reinforcement:
*Reinforced Concrete Slabs: Traditional slabs with embedded steel reinforcement to resist tensile stresses.
* Prestressed Concrete Slabs: Concrete is pre-compressed before loading to improve strength and reduce deflection.
* Post-Tensioned Slabs: High-strength steel tendons are tensioned after concrete has hardened to induce compressive stresses.
๐ซ3.By Shape:
* Flat Slabs: Uniform thickness throughout.
* Waffle Slabs: Have a pattern of voids created during construction to reduce weight and improve stiffness.
* Folded Plate Slabs: Composed of thin, flat plates that are folded to form a rigid, three-dimensional structure.
@etconp
๐10โค6
๐Sewage Treatment:
๐ซSewage treatments are classified as preliminary treatment, primary treatment, secondary treatment and tertiary treatment.
๐ง1. Preliminary treatment: This is to remove floating materials, settlable inorganic solids, fats, oils and grease. Various units used in this process are:
(a) Screens โ for removing floating materials
(b) Grit chambers โ for grinding coarse sand
(c) Comminutors โ for grinding coarse solids
(d) Skimming tanks โ for removing false, oils and grease
(e) Floating units โ for removing fine solids
๐ง2. Primary treatment: It is to remove large suspended organic matter. Primary sedimentation tanks or primary settling tanks or primary clarifiers used for this treatment.
๐ง3. Secondary treatment: This is to remove organic matter and the residual suspended material by biological unit processes.
๐ง4. Tertiary treatment: This is to remove dissolved and suspended materials such as inorganic compounds of nitrogen and phosphorous residual organic matter, etc.
@etconp
๐ซSewage treatments are classified as preliminary treatment, primary treatment, secondary treatment and tertiary treatment.
๐ง1. Preliminary treatment: This is to remove floating materials, settlable inorganic solids, fats, oils and grease. Various units used in this process are:
(a) Screens โ for removing floating materials
(b) Grit chambers โ for grinding coarse sand
(c) Comminutors โ for grinding coarse solids
(d) Skimming tanks โ for removing false, oils and grease
(e) Floating units โ for removing fine solids
๐ง2. Primary treatment: It is to remove large suspended organic matter. Primary sedimentation tanks or primary settling tanks or primary clarifiers used for this treatment.
๐ง3. Secondary treatment: This is to remove organic matter and the residual suspended material by biological unit processes.
๐ง4. Tertiary treatment: This is to remove dissolved and suspended materials such as inorganic compounds of nitrogen and phosphorous residual organic matter, etc.
@etconp
โค10๐2๐1
๐ธThis isnโt about death. Itโs about wonder.Fur like a pattern. Eyes like a sunset.The kind of beauty that makes the world feel real.
Rarity of Life โ rare animals as living art.Look before itโs gone.
๐ t.me/rarity_of_life
Rarity of Life โ rare animals as living art.Look before itโs gone.
๐ t.me/rarity_of_life
โค4๐2
๐แฅแแแ แแ แคแญแตแซแซแฐแญ แแฌแต แฅแป แจแแแแญ แแฝแ แฅแป แ แตแญแแ แจแแแแฅแญ แฅแแแฝแ แแแข
๐ซแแฝแ แแแฝ แ แญแซแณ แฅแซแแฝแ แ แแจแแ แแฎแแญแถแฝ แฐแแแฅแแ แฅแแฒแ แฉ แ แแตแจแ แ แญแฐแฌ แแ แ แแแข
๐งแ แแ แฐแแ แคแญแตแซแซแฐแญ แจแแ แ แแแแแฝแแ แแแจแต แฅแแฐแแฝแ แแจแแแฝ แฅแซแณแฉ แแแข
โบแฅแแฒแซแแ แแแแแฝแ แ แฅแแแต แแแแจแต แคแญแตแซแซแฐแฎแฝแ แแ แแ แจแฐแปแ แแแแต แแ แญแฃแแแข
โบแจแแแ แ แแญ แคแญแตแซแซแฐแฉแ แแ แฐแแแ? แแ แซแแญแฐแแ? แ แแ แแแแฑ แฅแซแแแฝ แแฝแแ แจแแญแแ แจแแแแ แ แแต แแญ แจแแฐแแแ แแแ แจแแ แจแแแป แญแฌแแฝแ แ แแ แแ แฒแแแฃ แจแแแญแฐแ แแ แจแแแแแ แ แซแแต แ แฅแแแ แฅแจแธแจแแ แฅแซแแซแจแฐ แ แแจแจแต แแแข
@etconp
๐ซแแฝแ แแแฝ แ แญแซแณ แฅแซแแฝแ แ แแจแแ แแฎแแญแถแฝ แฐแแแฅแแ แฅแแฒแ แฉ แ แแตแจแ แ แญแฐแฌ แแ แ แแแข
๐งแ แแ แฐแแ แคแญแตแซแซแฐแญ แจแแ แ แแแแแฝแแ แแแจแต แฅแแฐแแฝแ แแจแแแฝ แฅแซแณแฉ แแแข
โบแฅแแฒแซแแ แแแแแฝแ แ แฅแแแต แแแแจแต แคแญแตแซแซแฐแฎแฝแ แแ แแ แจแฐแปแ แแแแต แแ แญแฃแแแข
โบแจแแแ แ แแญ แคแญแตแซแซแฐแฉแ แแ แฐแแแ? แแ แซแแญแฐแแ? แ แแ แแแแฑ แฅแซแแแฝ แแฝแแ แจแแญแแ แจแแแแ แ แแต แแญ แจแแฐแแแ แแแ แจแแ แจแแแป แญแฌแแฝแ แ แแ แแ แฒแแแฃ แจแแแญแฐแ แแ แจแแแแแ แ แซแแต แ แฅแแแ แฅแจแธแจแแ แฅแซแแซแจแฐ แ แแจแจแต แแแข
@etconp
โค9๐2
๐Types of stone used in stone mansory
๐ซA) Igneous stones
โบThese stones are obtained from igneous rocks, formed from the cooling and solidification of magma generated within the Earth at high temperatures during volcanic activity.
โบThey are generally used for purposes that require strength and durability, such as kerbstones, countertops, floorings, and breakwaters.
โบThe igneous stone ranges from very soft rocks such as pumice and scoria to somewhat harder rocks such as tuff and hard rocks such as granite and basalt.
๐ซB) Sedimentary stones
โบThey are obtained from sedimentary rocks that are formed by accumulation and cementation of mineral grains (sediments) transported by wind, water or ice to a basin or by precipitation at a site.
โบThere are mainly two types of sedimentary stones used in masonry work, limestone and sandstone.
โบOne of the sedimentary rocks is Limestone that is composed largely of the minerals calcite and aragonite, which are different crystal forms of calcium carbonate.
โบLimestone is the main construction material and used in various fields such as a building material, as aggregate for the base of roads, as white pigment or filler in products such as toothpaste or paints, and as a chemical feedstock.
โบOn the other hand, sandstone is an elastic sedimentary rock composed mainly of sand-sized minerals (mostly quartz and/or feldspar) or rock grains.
โบIt is relatively soft, making it easy to change as the required shape.
โบTypically used as flooring or paving material, it has also been used for artistic purposes to create ornamental fountains and statues.
๐ซC) Metamorphic stones
โบThey are obtained from metamorphic rocks, which are pre-existing rocks that have been altered by great heat and/or pressure or by chemical conditions.
โบThey have traditionally been used for carving statues, and as facing in many Byzantine and Renaissance Italian buildings. Slate and marble are metamorphic stones commonly used in the building industry.
โบSlates are typically used for flooring, roofing, and countertops whereas marbles are suitable for wall-cladding, roofing, flooring, and all other interior and exterior applications.
@etconp
๐ซA) Igneous stones
โบThese stones are obtained from igneous rocks, formed from the cooling and solidification of magma generated within the Earth at high temperatures during volcanic activity.
โบThey are generally used for purposes that require strength and durability, such as kerbstones, countertops, floorings, and breakwaters.
โบThe igneous stone ranges from very soft rocks such as pumice and scoria to somewhat harder rocks such as tuff and hard rocks such as granite and basalt.
๐ซB) Sedimentary stones
โบThey are obtained from sedimentary rocks that are formed by accumulation and cementation of mineral grains (sediments) transported by wind, water or ice to a basin or by precipitation at a site.
โบThere are mainly two types of sedimentary stones used in masonry work, limestone and sandstone.
โบOne of the sedimentary rocks is Limestone that is composed largely of the minerals calcite and aragonite, which are different crystal forms of calcium carbonate.
โบLimestone is the main construction material and used in various fields such as a building material, as aggregate for the base of roads, as white pigment or filler in products such as toothpaste or paints, and as a chemical feedstock.
โบOn the other hand, sandstone is an elastic sedimentary rock composed mainly of sand-sized minerals (mostly quartz and/or feldspar) or rock grains.
โบIt is relatively soft, making it easy to change as the required shape.
โบTypically used as flooring or paving material, it has also been used for artistic purposes to create ornamental fountains and statues.
๐ซC) Metamorphic stones
โบThey are obtained from metamorphic rocks, which are pre-existing rocks that have been altered by great heat and/or pressure or by chemical conditions.
โบThey have traditionally been used for carving statues, and as facing in many Byzantine and Renaissance Italian buildings. Slate and marble are metamorphic stones commonly used in the building industry.
โบSlates are typically used for flooring, roofing, and countertops whereas marbles are suitable for wall-cladding, roofing, flooring, and all other interior and exterior applications.
@etconp
๐9โค5
๐What types of bituminous do we use for the binder course layer?
๐ซThe type of bitumen used for the binder course layer in asphalt pavement depends on factors such as climate, traffic loading, local standards, and performance requirements. Below is a concise overview of the bitumen types commonly used for binder courses, based on standard practices and specifications.
โ๏ธCommon Bitumen Types for Binder Course
1. Performance-Graded (PG) Bitumen (Superpave System):
- Description: PG bitumen is selected based on high and low temperature performance, ensuring resistance to rutting, fatigue, and thermal cracking.
- Common Grades:
- PG 64-22: Widely used for moderate climates and medium to heavy traffic. Suitable for regions with maximum pavement temperatures up to 64ยฐC and minimum temperatures down to -22ยฐC.
- PG 70-22: Used for hotter climates or heavier traffic loads to improve rutting resistance.
- PG 58-28: Suitable for colder climates to enhance low-temperature cracking resistance.
- Application: Most common for binder courses in modern specifications (e.g., AASHTO M323, Superpave). The binder course requires a balance of stiffness and flexibility, making PG 64-22 a typical choice for standard conditions.
2. Penetration-Grade Bitumen (Traditional System):
- Description: Classified by penetration value (e.g., 60/70 or 80/100), indicating the bitumenโs hardness. Used in regions following older standards (e.g., ASTM D946, EN 12591).
- Common Grades:
- Pen 60/70: Suitable for moderate to hot climates and medium to heavy traffic. Offers good rutting resistance and durability.
- Pen 80/100: Used in cooler climates or lighter traffic conditions for better flexibility.
- Application: Common in regions not using PG grading, such as parts of Asia, Africa, or Europe. Pen 60/70 is often preferred for binder courses due to its balance of stiffness and workability.
3. Polymer-Modified Bitumen (PMB):
- Description: Bitumen modified with polymers (e.g., SBS, EVA) to enhance elasticity, rutting resistance, and fatigue performance.
- Common Grades: Examples include PG 76-22 or proprietary PMB grades (e.g., PMB 45/80-65 in EN standards).
- Application: Used for high-traffic roads, extreme climates, or where enhanced durability is needed (e.g., highways, airports). PMB is increasingly common for binder courses in heavy-duty pavements to reduce deformation under load.
4. Viscosity-Graded Bitumen (Less Common):
- Description: Classified by viscosity at 60ยฐC (e.g., AC-20, AC-30 per ASTM D3381).
- Application: Rarely used for modern binder courses but may be specified in older or region-specific standards. Equivalent to PG grades (e.g., AC-20 โ PG 64-22).
โญ๏ธSelection Criteria
- Climate:
- Hot climates: Use stiffer bitumen (e.g., PG 70-22, Pen 60/70) to resist rutting.
- Cold climates: Use softer bitumen (e.g., PG 58-28, Pen 80/100) to resist thermal cracking.
- Traffic Loading:
- Heavy traffic (e.g., highways, truck routes): Prefer PG 70-22 or PMB for better rutting and fatigue resistance.
- Light to medium traffic: PG 64-22 or Pen 60/70 is typically sufficient.
- Local Standards:
- Follow regional specifications (e.g., AASHTO for the U.S., EN for Europe, or local DOT guidelines).
- Example: U.S. projects often use PG grades, while some countries in Asia or Africa may specify Pen 60/70.
- Mix Design Requirements:
- Binder course mixes typically require 4.5โ6.0% bitumen by weight, optimized during mix design (e.g., Superpave or Marshall method).
- Ensure compatibility with aggregates and additives (e.g., anti-stripping agents).
๐ฒTypical Choice for Binder Course
- Most Common: PG 64-22 (Superpave) or Pen 60/70 (penetration grade) for standard binder courses in moderate climates with medium to heavy traffic.
@etconp
๐ซThe type of bitumen used for the binder course layer in asphalt pavement depends on factors such as climate, traffic loading, local standards, and performance requirements. Below is a concise overview of the bitumen types commonly used for binder courses, based on standard practices and specifications.
โ๏ธCommon Bitumen Types for Binder Course
1. Performance-Graded (PG) Bitumen (Superpave System):
- Description: PG bitumen is selected based on high and low temperature performance, ensuring resistance to rutting, fatigue, and thermal cracking.
- Common Grades:
- PG 64-22: Widely used for moderate climates and medium to heavy traffic. Suitable for regions with maximum pavement temperatures up to 64ยฐC and minimum temperatures down to -22ยฐC.
- PG 70-22: Used for hotter climates or heavier traffic loads to improve rutting resistance.
- PG 58-28: Suitable for colder climates to enhance low-temperature cracking resistance.
- Application: Most common for binder courses in modern specifications (e.g., AASHTO M323, Superpave). The binder course requires a balance of stiffness and flexibility, making PG 64-22 a typical choice for standard conditions.
2. Penetration-Grade Bitumen (Traditional System):
- Description: Classified by penetration value (e.g., 60/70 or 80/100), indicating the bitumenโs hardness. Used in regions following older standards (e.g., ASTM D946, EN 12591).
- Common Grades:
- Pen 60/70: Suitable for moderate to hot climates and medium to heavy traffic. Offers good rutting resistance and durability.
- Pen 80/100: Used in cooler climates or lighter traffic conditions for better flexibility.
- Application: Common in regions not using PG grading, such as parts of Asia, Africa, or Europe. Pen 60/70 is often preferred for binder courses due to its balance of stiffness and workability.
3. Polymer-Modified Bitumen (PMB):
- Description: Bitumen modified with polymers (e.g., SBS, EVA) to enhance elasticity, rutting resistance, and fatigue performance.
- Common Grades: Examples include PG 76-22 or proprietary PMB grades (e.g., PMB 45/80-65 in EN standards).
- Application: Used for high-traffic roads, extreme climates, or where enhanced durability is needed (e.g., highways, airports). PMB is increasingly common for binder courses in heavy-duty pavements to reduce deformation under load.
4. Viscosity-Graded Bitumen (Less Common):
- Description: Classified by viscosity at 60ยฐC (e.g., AC-20, AC-30 per ASTM D3381).
- Application: Rarely used for modern binder courses but may be specified in older or region-specific standards. Equivalent to PG grades (e.g., AC-20 โ PG 64-22).
โญ๏ธSelection Criteria
- Climate:
- Hot climates: Use stiffer bitumen (e.g., PG 70-22, Pen 60/70) to resist rutting.
- Cold climates: Use softer bitumen (e.g., PG 58-28, Pen 80/100) to resist thermal cracking.
- Traffic Loading:
- Heavy traffic (e.g., highways, truck routes): Prefer PG 70-22 or PMB for better rutting and fatigue resistance.
- Light to medium traffic: PG 64-22 or Pen 60/70 is typically sufficient.
- Local Standards:
- Follow regional specifications (e.g., AASHTO for the U.S., EN for Europe, or local DOT guidelines).
- Example: U.S. projects often use PG grades, while some countries in Asia or Africa may specify Pen 60/70.
- Mix Design Requirements:
- Binder course mixes typically require 4.5โ6.0% bitumen by weight, optimized during mix design (e.g., Superpave or Marshall method).
- Ensure compatibility with aggregates and additives (e.g., anti-stripping agents).
๐ฒTypical Choice for Binder Course
- Most Common: PG 64-22 (Superpave) or Pen 60/70 (penetration grade) for standard binder courses in moderate climates with medium to heavy traffic.
@etconp
๐16โค4๐2